Case Studies
Jul 9, 2015

Evaluation of Moisture Susceptibility Minimization Strategies for Warm-Mix Asphalt: Case Study

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 2

Abstract

Warm-mix asphalt (WMA) technologies aid in reducing mixing and compaction temperatures for asphalt concrete mixtures, allowing for savings in fuel consumption and extending haul distances and construction season. The reduced temperatures also provide a greener technology as emissions are lowered at the plant and the construction site. Engineering and environmental benefits promoted the rapid implementation of WMA technologies, but concerns remain regarding the difference in mixture performance of WMA versus hot-mix asphalt (HMA) because of the changes in the production process, specifically in terms of moisture susceptibility. This case study evaluates moisture susceptibility through the use of laboratory tests including the wet indirect tensile (IDT) strength test, the tensile strength ratio (TSR), and the Hamburg wheel tracking test (HWTT) analyzed with a novel methodology. The performance of two WMA technologies (Evotherm DAT and foaming) versus a control HMA is analyzed with and without antistripping additives and/or recycled materials after field and laboratory aging. Findings suggest that the WMA mixtures are more prone to moisture susceptibility in their early life as compared with HMA. The incorporation of recycled materials did not show a clear benefit for the WMA, whereas the inclusion of antistripping additives and aging significantly improved WMA in terms of moisture resistance, rendering mixtures with equivalent performance to HMA.

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Acknowledgments

The authors thank Dr. Jon Epps, Dr. David Newcomb, Dr. Robert Lytton, and Mr. Arif Chowdhury from the Texas A&M Transportation Institute for their contributions to this project. Gratitude for their contribution in laboratory specimen fabrication and testing is extended to David Zeig, Rick Canatella, Stephen Walls, Stephen Johnson, Sarah Estakhri, Narain Hariharan, Aishwarya Baranikumar, Michael Blaylock, Mark Membreæo, Daniel Furdock, and Joe Canatella from the Texas A&M Transportation Institute. The authors acknowledge the Texas Department of Transportation (TxDOT) for their efforts associated with construction and monitoring of the field sections evaluated in this study as part of National Cooperative Highway Research Program (NCHRP) project 9-49, “Performance of WMA Technologies: Stage I--Moisture Susceptibility.”

References

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Information & Authors

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 2February 2016

History

Received: Sep 24, 2014
Accepted: May 19, 2015
Published online: Jul 9, 2015
Discussion open until: Dec 9, 2015
Published in print: Feb 1, 2016

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Authors

Affiliations

Lorena Garcia Cucalon [email protected]
Ph.D. Student, Graduate Research Assistant, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136 (corresponding author). E-mail: [email protected]
Fan Yin
Ph.D. Student, Graduate Research Assistant, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136.
Amy Epps Martin, Ph.D., P.E., M.ASCE
Professor, A.P. & Florence Wiley Faculty Fellow, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136.
Edith Arambula, Ph.D., P.E.
Associate Research Engineer, Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135.
Cindy Estakhri, P.E.
Program Manager, Research Engineer, Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135.
Eun Sug Park, Ph.D.
Research Scientist, Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135.

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